Steel structures - Foundations for towers and masts
Article REF: C2682 V1

Steel structures - Foundations for towers and masts

Author : Gérard PHILIPPONNAT

Publication date: February 10, 1992 | Lire en français

Logo Techniques de l'Ingenieur You do not have access to this resource.
Request your free trial access! Free trial

Already subscribed?

Overview

Read this article from a comprehensive knowledge base, updated and supplemented with articles reviewed by scientific committees.

Read the article

AUTHOR

  • Gérard PHILIPPONNAT: Engineer from the École Spéciale des Travaux Publics - Technical Manager, SOPENA

 INTRODUCTION

The foundations of masts and pylons differ from those of conventional civil engineering structures in that they are predominantly subject to pull-out or horizontal forces, which in turn are associated with overturning moments at the head of the foundation.

Note :

Readers are referred to :

  • articles in the Geotechnics. Soil and rock mechanics of this treatise;

  • overhead lines [D 4 420] to [D 4 439] .

You do not have access to this resource.
Logo Techniques de l'Ingenieur

Exclusive to subscribers. 97% yet to be discovered!

You do not have access to this resource. Click here to request your free trial access!

Already subscribed?

Article included in this offer

"Soil mechanics and geotechnics"

( 42 articles )

Complete knowledge base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

View offer details
Contact our team FAQ